HomeMy WebLinkAbout301 Mangoustine AveCITY OF SANFORD PERMIT APPLICATION
Permit No.: ( ? - p '
T ,
Date: 3 - 2 5 - 0 2
Job Address: 301 MANGOUSTINE AVENUE, SANFORD, FL.
Permit Type: X Building Electrical ' Mechanical Plumbing Fire Alarm/Sprinkler
Description of Work: MASONRY RETAINING WALL (485 LF) (2 SECTIONS)
Additional Information for Electrical & Plumbing Permits
Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: _Residential X Commercial _ Industrial Total Sq Ftg:
Type of Construction: BLOCK Flood Zone: Number of Stories:
Value of Work: $ 5 0, 0 0 0.0 0
Number of Dwelling Units:
Parcel No.: 25-1 9-30-5AG—OY00-0080 (Attach Proof of Ownership & Legal Description)
Owner/Address/Phone: SEMINOLE PROFESSIONAVILLAGE, INC.
r SOME #110,LAKE MARY, M. 32746
Contractor/Address/Phone: MCKEE CONSTRUCTION CO., P O BOX # 4 71 3 6 6 , 790 MONROE ROAD
LAKE MONROE , FL. 327477
State License Number: CBC0 4 8 9 7 2
Contact Person: DAVID RODD Phone &Fax Number: 407-323-1150 & 407-323-9304
Title Holder (If other than Owner): -----
Address:
Bonding Company: N / A
Address: -------
Mortgage Lender: CNL BANK ( MARSHALL. FOX), 1200 INTERNATIONAL PARKWAY
Address: SOUTH, HEATHROW, FL. 32746
Architect/Engineer MKT ENGINEERS Phone No.
Address: 2265 LEE ROAD, SUITE 123, WINTERPARK, FIFaxNo.:
Jzloy
407-628-8555
407-644-6516
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with
all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
INTEND TO OBTAIN FINANCINY, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT. 1
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies.
it is verification that I will notify the owner of the proWet ents of Florida Lien Law, FS 713.
7 jL Y)Z VfOer/AgentDtoactor/Agent Date o
k wart veer/
Agent's Name Pr' t Contractor/Agent's Name l
Qi4_ z Z Z2/a z e
of Notary -State of Flor a _ e Signature of Notary -State of Ida baue DIANA
G CANADY MY
COMMON I CC 73M O
M1 EXFMES:01A3/= 14W3.
NOTARY FL Nary serim t DOWWS Co. Known
to Me or APPLICATION
APPROVED BY: b N
DIANA C. CANADY MY
OOMMISSION # CC 7=0 elfids; EXPIRES: 04n3f= 1-
NO3-NOTARY M N0Wy SW#i= t BQWW9 Co. Contractor/
Agent is personally Known to Me or iProduee844;
k— Date:
312/()2= Special
Conditions:
DETENTION POND
MU RETAINING WALL /— CONCRETE WALK
SEE CIVIL SITE PLAN FOR EXACT
LOCATION OF BLDG. PAD 4 WALL
PROPOSED BUILDING EI9
FIN. FLR. ELEV. •12.5
RETAINING WALL PLAN
SCALE : 1)0' . I'-V'
U-BLOCK BOND BEAM W/(2) 05
BARS CONT. R TOP 4 BOTTOM
OF WALL 4 AS SHOWN
8' CMU RETAINING WALL W/5
VERT. BARS 0 110' O.G.-BARS
6'-O' NIGH IRON FENCE FROM WALL BELOW SHALL LAPBYOTHERS, SEE CIVIL
ENGINEERING DWG5.) 2'-8' W/VERTICAL BARS
RS GAGE TRU55 TYPE DURAWAL
JOINT REINFORCING
DOWN
g 8' O.C.
J TOP OF WALL
ELEV. II'-4'
EXTEND VERT. BARS I6' INTO
8' CMU WALL ABOVE EXCEPT,
EXTEND ALTENATE BARS 2--a-
INTO 8' CMU WALL ABOVE
POND -SEE CIVIL DWGS. .` 5,ofe
BOTT, OF POND
J
U
N
MIN.
ELEV. 0'-0'
III-111-111-111-11I—II 1
III- II IIElIElIElIElIF11 3' cL. I'-0• 1 I
j-1 11-1 I I I I 1-1 11=1 I I-1 I I-1 I I. 1' - 4' 3' -0• SECT ION
SCALE: 3 " •
V-0" 9.1 SIDEWALK ADJ.
BLDG.
r SLAB
T.O.
SLAB ELEV. •12'-(
c' 12' CMU
RETAINING WALL W/5 -III-I I II I I ITT l r VERT. BARS
0 8' O.G. W/PIATCH. DOWELS 0
FOUNDATION (LAP 2'-8') PROVIDE WEEP
HOLES W/4' DIA, PVC PIPE is 4'-C' O.G. PLACE ID
WALL FACE W/ I'-0'xl'-O'xFULL HT. COARSE GRAVEL 9
WEEPS -COVER W/I'-0'xl'-0' FILTER FABRIC N5 R
12' O.C. TRANS. (TOP) 05 is
6' O.G. TRANS. (BOTTOM) U ITOP
OF FTC. ELEV. •4'-
0' 04 is
12' D.G. LONG. (TOP 4 BOTTOM) 5TRUCTURAL GENERAL
NOTES r.EuePAI
unTaa. .• ALL DETAILS
AND SECTIONS SWORN ON T0E DRAWINGS ARE INTENDED TO DE TYPICAL AND SMALL DE CONSTRUED
TO APPLY TO ANY SIMILAR SITUATICN ELSEWHERE ON TIE PROJECT, EXCEPT WERE A
DIFFERENT DETAIL IS SNOW. SWOP DRAWINGS
N THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS rCONTRACT
DOCUtENTSt ARE FWZWIDITED WTwwT EXPRESS ROTTEN PERMISSION FROM TWE
ENGINEER THE STRICTURE
IS DES04ED N ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD DUILDNG CODE.
FOLLOW ALL APPLICABLE PROVISCRNS FOR ALL PIASES OF CONSTRUCTION. FOUNDATION.& MAXIMUM
ALLCWA15LE
SOL PRESSUIE IS ASSUMED TO ME MW POUNDS PER SOLLARE FOOT. SPREAD FOOTINGS
SHALL DEAR ON SOL COMPACTED TO A DENSITY OF At LEAST SS! OF MODIFIED PROCTOR
MAXIMM DENSITY (AWM, DDSI). THE SOL SMALL BE CCI PACtFD TO THIS DENSTT TO
A DEPTH CF AT LEAST TWO FEET MOW THE BOTTOM OF THE FOOTWA. AS WELL AS ALL
FILL MATERIALS. IT SMALL
DE THE OWNERS RESPOSISILITT TO VERIFY StEMU RFACE CODITRONS AND ALLOW.AOLE SOIL PRESSURES. FOLLOW
GEOTECNAICAL CONSULTANTS RECOMMENDATIONS FOR SUmGRADE CCMPACTCN AND SITE
PREPARATO CONCRETE. DESKN
OF
RE" 0410ED CONCRETE CONFORMS WITW WILDING CODE REOAREMENTS FOR T • REINFORCED CCHCRETE •
ACI 310, LATEST EDITION. - CONCRETE SHALL
WAVE AN UNCONFINED COMPRESSIVE STRENGTH OF +Jpo PSI AT 20 DAYS. UNO. AFam MIXES. -
PROVIDE NORMAL
WEIGHT CONCRETE WITH THE FOLLOWRW PROPERTIES, WOO PSI
291-60kT CQ}RESSIVE STRENGTH. USM TTPE I POIMAND CEMENT WITH 2 TO 4% AIR " NO FLY
ASH OR OTHER POZZOLAN IS PERMITTED. SLUMP LIMIT 3" TO S". SUBMIT MIX DES" FOR ENGINEERS
REVIEW. CONCRETE MWTErlm
FOR REINFOACIN5,w a` ws a F 1 OI FOOTWIll 3'
CLEAR BOTTOM AND SIDES. 2' CLEAR TOP WALLS 2'
CLEAR OUTSIDE FACE, 14V2' CLEAR INSIDE FACE OR AS SHORN. fiLbEQm2rlLAZEL, REIMOICND
STEEL
SWALL BE MEN BILLET STEEL COIIORTNG TO AATM A66fi94DE 40. MNFIIL EXCEPT
TWAT NEW BILLET STEEL CRiCRMNG TO AATM A6BlrIADE S0 MAY BE WISED AT
CCWMACTO S CPtKX ALL DEtALM AND ACCESSORIES BULL COFOpT TO TTMCAL DETALS
SWORN N TIE '1 , R OF STANDARD PRACTICE FM DETALM REINFORCED caCRaTESTpC1UESACI3e. LATEST EDITION-. ALL COOINDNS
VERTICAL OR MORUNTAL BARS N FOOn A FCL DATIOIS WALL$ SLAISS AND O"
R COCFETE SMALL BE LAP.SPIIM0 RER NECESSARY OR DESIRABLE. BY MRJG TOC*7$
R N CONTACT. L047M OF ALL LAPS RMLLL E 46•640 DIMEIM OR 2'•S- MNMM AHKWVM
15 GREATER (MACE" AS W= BY ORAWY61 ALL BARS AT L?D CP ELF FOfA
OTNDR BEAMS SMALLBE CUNT. TO FAR SDES CF INTERSECTING ce,clam DE804". ALL
C N=TE
MA"Wr Q"MCTION BULL CL1114714M TO ME NQUIE TB IS OF IMCFICATkOS FOR SE DESIGN
AND CONFNICTIOR OF LOAD ORARMS CONCMM MASONRY, CF TIE NATOM
CONOETE MASORIT ASSCCIAr4K AND ALL Sx 0*421 7E MASCNWY
WITS IMALL COMO" TO ASTM C•SO ALL COCXM 1SL000S SMALL WAVR AN ILTI ATE
NET C4MIMESI6E RImNSTW OP A00D M MMIAfI TO DINE A no~ EVE S" GTW O
MAIORT AIIEMBLAO Inv OF HM PIL BLESS NOIED ITgITAR UTALL BE u1M
C•210. nR '!' PRBTFLT PRWAR M AND INFORLT MIRED MTN MNgAT CO'NsfMVE NIENGM
A 1I00 FRI -7F DAYS. QROM IBM N C401CXM
BL000 SNAIL WAVE A M MN COFIERSIVE STIRNGM OF J 0 PM A 20 DAYS.
rTAMIM 1Er" CP GWO
POW SMALL BE 1'•e- INLETS CLWJ nlr OMOW AM FRDNDED AT THE BOMCM
OF CELLS TO BE FILLED. ALL GROUT MALL BE ROMED MM OROWT STICK I Ml%
XATELT AM KUM& PILL ALL CIELLS C
WANNG REM MM STm MM CONCRETE fAIOWT. Y A lE` I
M }j ua 36 DIA oR
I••
6" nN.
R s,4• CORNER -
TYPICAL DETAIL OF
SPLICES
FOR NORIZOPaAL REINFORCEMENT AT ALL CORERS AND
INTERSECTIONS OF ALL FOOTDYAS AND BO.D BEAMS W&
ESS OTHERWISE INDICATED. TYPICAL CORNER BAR DETAILS
MIS O 3! DIA.
OR •
CORER r.^ MIN .A
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SANFORD BUILDING DEPT.
THESE PLANS ARE REVIEWED AND CONDITIONALLY
ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE
CONSTRUED TO BE A LICENSG TO PROCEED WITH
THE WORK AND NOT AS ALITHORITY TO VIOLATE.
CANCEL. ALTER. OR SET ASIDE ANY OF THE
PROVISIONS OF THE TECHNICAL. CODES. NOR SHALL
ISSUANCE OF A PERMIT PREVENT THE BUILDING
DEPT FROM THEREAFTER REQUIRING A CORREC-
TION OF ERRORS ON THE PLANS. CONSTRUCTION
OR OTHER VIOLATIONS OF THE CODES.
30
i'
I
i Z `
13
PERMIT # n2,"7d
OFFICE COPY
rIf4;
McKee
CONSTRUCTION CO.MEN
GENERAL CONTRACTORS
Since 1973
April 26, 20002
Jo -Ann Johnson
Permit Technician
City of Sanford
Building Permits Dept
300 N. Park Avenue
Sanford, FI. 32771
Ref: Permit #02-928 = Retaining Wall
301 Mangosutine Ave.,
Sanford, FI.
Dear Jo -Ann,
We request that the above referenced permit for a retaining wall at the above
listed address be transferred out of our company name to Martin Daytona,
Corporation license #CG-CA27916. We will not be doing the work.
Enclosed you will find a copy of the permit and plans. If you have any questions
please contact me at my office.
Wit regar , Robert
Von TerCBC048972 President McKee
Construction
Co. Before me
a Notary Public, personally appeared, who is
known to me. Robert Von
Herbulis IN WITNESS
WHEREOF, I have hereunto set by hand and official seal at McKee Co tructl'
Co., Seminole County, this (v +° day of r , , 2002.
Mary L.
Muse Commtuto # CO
851644 spa E
irea Aug. 4.2003 Bonds& Thru
Slgnat a
of Notary Public '''`` Atlantic Bonding Co., Inc. Mailing Address:
P.O. Box 471366 • Lake Monroe, Florida 32747-1366 790 Monroe
Road - Sanford, Florida 32771 Phone (407)
323-1150 • Fax (407) 323-9304 www.mckeeconstructionco.
com CBC 048972